IROn PIPe. McWane DUcTILe

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1 McWane DUcTILe IROn PIPe nsf 61 ISO 9001 DIPRa Boltless restrained joint systems Multiple design options available from 3 36 Fast and easy installation 350 pressure rating Independently tested

2 TyTOn and fastite PUSH-On joints Step 1. Thoroughly clean out the bell with special attention to the gasket recess. Remove any foreign material or excess paint. Clean the spigot or beveled plain end and remove any sharp edges with a standard file. After making sure that the correct gasket is being used, insert it into the recess in the bell with the small end of the gasket facing the bell face. Apply lubricant to the inside surface of the gasket, making sure that the entire surface is coated. Apply a generous coating of lubricant to the beveled portion of the plain end. Guide the plain end into the bell and, while maintaining straight alignment, push the plain end into the bell socket. Once the joint is assembled, necessary deflection can be accomplished. When assembly is complete, the bell face should be aligned between the two white depth rings, for Tyton Joints. Fastite Joints have only 1 assembly stripe. MecHanIcaL joint Step 1. Clean the bell socket and spigot or plain end. Lubricate both the gasket and plain end by brushing an approved pipe lubricant. Note: Place the gland on the plain end with the lip extension toward the plain end. Place the gasket on the plain end with the narrow edge facing the plain end. Insert the plain end into the bell and press the gasket into the bell recess. Push the gland toward the socket and center it around the pipe with the gland lip against the gasket. Insert and tighten the bolts. It is important to mainatain the same distance between the gland and the bell face at all times. This is best done by alternating side to side and top to bottom, while tightening the bolts. Achieving the recommended bolt torque, particularly with large diameter pipe, may require repeating the process up to 5 times or more. Recommended bolt torque ranges are as follows: Bolt Diameter nut across flats Wrench Length Torque Range foot Lbs. 3 5/8 1-1/ to /4 1-1/ to 90 nominal THIcKneSS for STanDaRD PReSSURe classes Of DUcTILe IROn PIPe Pressure class* Diameter normal in ** ** ** ** * Pressure Classes are defined as the rated water pressure of the pipe in. The thicknesses shown are adequate for the rated water working pressure plus a surge allowance of 100. Calculations are based on a minimum yield strength of 42,000 and a 2.0 safety factor times the sum of the working pressure and 100 surge allowance. **Calculated thicknesses for these sizes and pressure ratings are less than those shown above. Presently, these are the lowest nominal thicknesses available in these sizes. NOTE: Per ANSI/AWWA C150/A21.50 the thicknesses above include the 0.08 service allowance and the casting tolerance listed below by size ranges: SIZe (Inches) casting TOLeRanceS (Inches) TR flex ReSTRaIneD joint Step 1. (4 10 ) Lay pipe such that one of the bell slots is accessible. (12 20 ) Lay pipe such that both of the bell slots are accessible, in the horizontal position if possible. (24 36 ) Lay pipe such that all four of the bell slots are accessible, in the diagonal position if possible. Step 5. Step 6. Step 7. Step 8. Step 9. Step 10. Step 11. SUPeR-LOcK Step 1. Remove hook bolts securing retainer to plain end. Clean plain end of pipe. Clean out any dirt behind retainer lugs. Lubricant should be applied to the beveled nose. Step 5. Clean the bell socket and insert gasket. Clean the spigot end to the assembly stripes. Lubricate the exposed surface of the gasket and pipe spigot end back to the weld bead. Make a normal push-on joint assembly, completely homing the pipe until the first assembly strip is in the bell socket. Keeping the joint in straight alignment during the assembly process. (4 10 ) Insert the right-hand locking segment into a bell slot and slide the segment clockwise around the pipe. (12 36 ) Insert lower locking segment into a bell slot and slide the segment around the pipe. (4 10 ) Insert left-hand locking segment into the bell slot and slide the segment counterclockwise around the pipe. (12 36 ) Insert upper locking segment into the same bell slot and rotate around the pipe. (4 10 ) Hold the segments apart and wedge the rubber retainer into the slot between the two locking segments. (12 36 ) Hold the upper segment in place and wedge the rubbber retainer into the slot between the two locking segments. (4 10 ) None. (12 20 ) Repeat steps 6 8 for other slot. Make sure that all 4 locking segments and 2 rubber retainers are securely in place. (24 36 ) Repeat steps 6 8 for other slot. Make sure that all 8 locking segments and 4 rubber retainers are securely in place. Extend the joint to remove the slack in the locking segment cavity. Joint extension is necessary to attain the marked laying length on the pipe and to minimize growth or extension of the line as it is pressurized. Set the joint deflection as required. THRUST-LOcK ReSTRaIneD joint Step 1. Ring Installation. Put lock ring on the spigot end of the pipe. Pry the lock ring over the weldment. Use the hammer to tap the cover. Lock ring installation is complete. Step 5. Step 6. Step 7. Clean the Bell and Spigot. Thoroughly clean out the bell with special attention to the gasket recess. Remove any foreign material or excess paint. Clean the spigot end and remove any sharp edges. Insert the gasket into the recess in the bell with the small end of the gasket facing the bell face. Lubricate the Bell and Spigot. Apply lubricant to the inside surface of the gasket. Apply a generous coating of lubricant to the spigot end. Insert. Guide the spigot end into the bell and, while maintaining straight alignment, push the pipe into the bell socket. Insert Lock Ring. Push lock ring into the bell. Rotate the lock ring until the lugs align. Use a hammer to tap the ring if required. Install the anti-rotation wedges at 3 and 9 o clock if the pipe is being used inside of a casing. Deflect the joint if desired. Assemble the joint in accordance with Clow Assembly Instructions (See Table A on page 13). Make certain that the bell is clean prior to gasket insertion. Be sure that the correct gasket is used. Guide plain end into Super-Lock bell and provide reasonably straight alignment. Make joint by pushing the plain end into the bell. A jack or come-a-long may also be used to pull the plain end into the bell. Position retainer so that the recesses line up with the lugs on the bell. Slide retainer over bell and rotate until the lugs on the bell and the retainer line up. At drilled hole on retainer O.D., insert retainer lock in recess formed by lugs on bell and retainer. Insert roll pin in drilled hole and drive flush with retainer O.D. Take any necessary deflection after joint is completely assembled. caution: do not over deflect the joint beyond the maximum deflection column specified on page 2 or subject the joint to bending stress to obtain additional deflection.

3 TR flex ReSTRaIneD joint PIPe THRUST-LOcK BOLTLeSS ReSTRaIneD joint PIPe B A B A a B c PIPe C 4 24 C # of D.I. Locking Segments # of Rubber Segments Retainers Max Deflection Degrees Pullout / / / / / / *The TR FLEX Restrained Joint has a working pressure rating equivalent to the working pressure rating of the parent pipe with a maximum working pressure rating of 350 for 4 through 24 and 250 for 30 through 36. NOTE: These deflections are based on joints with nominal dimensions. SUPeR-LOcK ReSTRaIneD joint PIPe B 6 30 Degrees Deflection a B Inches in 18ft TyTOn joint PIPe s 6 24 fastite joint PIPe 30 O.D. Retainer O.D * In the 14 and larger sizes, pressure rating is limited to the rating of the pipe barrel thickness selected. Dimensions subject to manufacturing tolerances. A RaTeD WORKInG PReSSURe and MaXIMUM DePTH Of cover Thrust-Lock Boltless Restrained joint Degrees nominal Deflection a B c Inches in 18ft O.D. Bell O.D. Laying conditions Type 1 Type 2 Type 3 Type 4 Type 5 Trench Trench Trench Trench Trench Maximum depth of cover ft ** ** ** ** ** ** ** ** An allowance for a single H-20 truck with 1.5 impact factor is included for all depths of cover. Calculated maximum depth of cover exceeds 100 ft (30.5 m). ** Minimum allowable depth of cover is 3 ft (0.9 m). For pipe 14 in. (350 mm) and larger, consideration should be given to the use of laying conditions other than Type 1. Spigot Socket *The THRUST-LOCK Restrained Joint has a working pressure rating equivalent to the working pressure rating of the parent pipe with a maximum working pressure rating of 350 for 6 through 24 and 250 for 30. NOTE: These deflections are based on joints with nominal dimensions.

TyTOn and fastite joint PIPe MecHanIcaL joint PIPe Tyton joint Diameter *Dimensions from To a B 3.25.40 3.96 5.80 3.00 4.25.41 4.80 7.10 3.15 6.25.43 6.90 8.63 3.38 8.25.45 9.05 10.94 3.69 10.26.

4 TyTOn and fastite joint PIPe MecHanIcaL joint PIPe Tyton joint Diameter *Dimensions from To a B *Nominal laying length is 18 ft. fastite joint *Dimensions Diameter from To a B *Nominal laying length is 18 ft. BaLL and SOcKeT joint PIPe a B full Length Weight - ** Safe end Pull class Retainer Under Water T as (a21.51) O.D. O.D. Shipped full of full of air Water , , , , , , B 15 Max * * * * * * required to overcome buoyancy. ** Weights listed are for 18 0 laying lenghts. Nominal full lengths vary by size., Bell, Ball and Retainer are ductile iron. Dimensions and weights are subject to manufacturing tolerances pressure rating: pressure rating: 250 T A 195, , , , ,000 STanDaRD DIMenSIOnS and WeIGHTS Of 3 THROUGH 36 PUSH-On joint DUcTILe IROn PIPe Pressure class Diameter from To B j K1 K2 no. nominal *Dimensions Bolts Bell Weight Length OD* Wt. of Barrel Per ft. Wt. of Bell Tyton joint Wt. Per Lgth. Gland** Bolts Gasket Weight / /4 3-1/ /4 3-1/ / / / /4 4-1/ /4 4-1/ /4 4-1/ /4 4-1/ / * Nominal laying length is 18 ft. ** Weight shown for regular grey cast iron follower gland, corton bolts, and rubber gasket. avg. Wt. Per ft ** ** Including bell; calculated weight of pipe rounded off to the nearest 5 lb. Including bell; average weight per foot, based on calculated weight of pipe before rounding. * Tolerances of OD of spigot end: 3 12 in. = in. & in. ; in. = in. & in. ; in. = in. & in. ** Fastite Joint

5 LayInG conditions Type 1* Flat-bottom trench. Loose backfill. Type 4 bedded in sand, gravel, or crushed stone to depth of 1/8 pipe diameter, 4 in. (100 mm) minimum. Backfill compacted to top of pipe. (Approximately 80 percent Standard Proctor, AASHTO T-99.) notes: Consideration of the pipe-zone embedment conditions included in this figure may be influenced by factors other than pipe strength. For additional information on pipe bedding and backfill, see ANSI/AWWA C600. Type 2 Flat-bottom trench. Backfill lightly consolidated to centerline of pipe. Type 5 bedded in compacted granular material to centerline of pipe. Compacted granular or select material++ to top of pipe. (Approximately 90 percent Standard Proctor, AASHTO T-99.) Type 3 bedded in 4 in. (100 mm) minimum of loose soil.++ Backfill lightly consolidated to top of pipe. * For 14 in. (355-mm) and larger pipe, consideration should be given to the use of laying conditions other than Type 1. Flat-bottom is defined as undisturbed earth. ++ Loose soil or select material is defined as native soil excavated from the trench, free of rocks, foreign materials, and frozen earth. American Association of State Highway and Transportation Officials, 444 N. Capitol St. N.W., Suite 225, Washington, DC STanDaRDS applicable TO DUcTILe IROn PIPe and fittings THIcKneSS DeSIGn Of DUcTILe IROn PIPe ANSI/AWWA C150/A21.50 DUcTILe IROn PIPe for WaTeR and OTHeR LIqUIDS ANSI/AWWA C151/A21.51 FEDERAL WWP421D, Grade C DUcTILe IROn PIPe for GRavITy flow SeRvIce ANSI/ASTM A746 DUcTILe IROn fittings for WaTeR and OTHeR LIqUIDS 3 through 36 ANSI/AWWA C110/A21.10 DUcTILe IROn compact fittings 3 through 24 ANSI/AWWA C153/A21.53 flanged fittings ANSI/AWWA C110/A21.10 ANSI B16.1 DUcTILe IROn PIPe WITH THReaDeD flanges ANSI/AWWA C115/21.15 coatings and LInInGS Asphaltic ANSI/AWWA C151/A21.51 ANSI/AWWA C110/A21.10 ANSI/AWWA C153/A21.53 Cement Lining ANSI/AWWA C104/A21.4 Various Epoxy Linings and Coatings MANUFACTURER S STANDARD Exterior Polyethylene Encasement ANSI/AWWA C105/A21.5 joints PIPe and fittings Push-On and Mechanical Rubber-Gasket Joints ANSI/AWWA C111/A21.11 FEDERAL WWP421D Flanged ANSI/AWWA C115/A21.15 ANSI B16.1 Grooved and Shouldered ANSI/AWWA C606 PIPe THReaDS ANSI B2.1 InSTaLLaTIOn ANSI/AWWA C600 atlantic STaTeS cast IROn PIPe co. 183 Sitgreaves St. Phillipsburg, NJ atlanticstates.com clow WaTeR SySTeMS company 2266 S. 6th St. Coshocton, OH clowwater.com nsf 61 PacIfIc STaTeS cast IROn PIPe co E 2000 S. Provo, UT pscipco.com ISO 9001 canada PIPe company ULc 1757 Burlington St. E Hamilton, ON L8N-3R canadapipe.com McWane cast IROn PIPe co Vanderbilt Road Birmingham, AL mcwanepipe.com DIPRa DIMenSIOn and WeIGHTS for SPecIaL classes Of PUSH-On joint and MecHanIcaL joint DUcTILe IROn PIPe nominal Wt. of Tyton joint OD* Barrel class Wt. of Wt. Per avg. Wt. Per ft. Bell Lgth. Per ft ** ** ** ** ** ** ** ** ** ** ** ** ** ** Including bell; calculated weight of pipe rounded off to the nearest 5lb. Including bell; average weight per foot, based on calculated weight of pipe before rounding. *Tolerances of OD of spigot end; 3 12 in. ±0.06 in., in in., in., in in., in. **Fastite Joint

SURe STOP GaSKeT for TyTOn joint Deflection Degrees 3 350 5 4 350 5 6 350 5 8 350 5 10 350 5 12 350 5 14 350 4 16 350 4 18 350 4 20 350 2.5 24 350 2.

SURE STOP 350 GASKETS are NSF 61 approved, UL listed, and FM approved. FM : 4 6 = 250 18 24 = 200 ApplicAtion notes 1.

6 SURe STOP GaSKeT for TyTOn joint Deflection Degrees SURE STOP 350 GASKETS are available in sizes 3 24, and with a rating of 350 they will meet or exceed the capabilities of ductile iron pipe, valves, and fittings. SURE STOP 350 GASKETS are NSF 61 approved, UL listed, and FM approved. FM : 4 6 = = 200 ApplicAtion notes 1. For ductile iron applications utilizing TYTON pipe, vales, and fittings made to AWWA specifications. 2. In cold weather assembly maintain the temperature of the gasket above 40 F. 3. The socket of the joint should be clean and free of debris or significant corrosion. 4. Gasket should be properly seated in the bell socket. 5. Keep the pipe and joint in alignment during assembly. If installed out of alignment, the gasket can be pushed out of position, creating the potential for leaks or failure. joint DefLecTIOn chart y-maximum joint Deflection in Degrees PUSH-On joint PIPe Maximum allowable joint Deflection X Deflection in Inches 18 ft. Length approximate Radius in ft. of curve Produced by Succession of joints 18 ft. Length MaXIMUM DefLecTIOn for full LenGTH PIPe 6. If deflection is wanted in the joint, deflect before fully inserting the joint. 7. Some extension of the joint will occur when pressurized. To avoid this, the joint should be pulled out after assembly to set the stainless steel teeth in the inserted pipe. 8. Once assembled, the joint can be disassembled using steel shims. 9. When cut pipe is used, the following steps are required: a. Ensure that the spigot end is properly beveled b. Mark the joint depth on the spigot so it is clear when the joint is fully inserted. c. Ensure that the pipe meets the required dimensional tolerances. 10. Do not reuse SURE STOP 350 GASKETS, as they may have been damaged during any previous installation or during removal. 11. Do not use SURE STOP 350 GASKETS to conduct electricity through the pipe joint, as they could be damaged and fail. 12. Do not use SURE STOP 350 GASKETS in above ground applications. 13. Do not use SURE STOP 350 GASKETS with thick coating on the pipe exterior. 14. If SURE STOP 350 GASKETS are used in straight casings, you must pull the pipe through the casing. Do not push the pipe. y-maximum joint Deflection in Degrees MecHanIcaL joint PIPe Maximum allowable joint Deflection X Deflection in Inches 18 ft. Length approximate Radius in ft. of curve Produced by Succession of joints 18 ft. Length field cut PIPe When pipe is cut in the field, the cut end may be readily conditioned so that it can be used to make up the next joint. The outside of the cut end should be beveled about 1/4 inch at an angle of about 30 degrees (Figure 1). This can be quite easily done with a coarse file or a portable grinder. The operation removes any sharp, rough edges which otherwise might damage the gasket. When ductile iron pipe 14 and larger is to be cut in the field, the material should be ordered as GAUGED FULL LENGTH. that is gauged full length is specially marked to avoid confusion. The ANSI/AWWA standard for ductile iron pipe requires factory gauging of the spigot end. Accordingly, pipe selected for field cutting should also be field gauged in the location of the cut and found to be within the tolerances shown in Table 1. In the field, a mechanical joint gland can be used as a gauging device. TaBLe 1: SUITaBLe PIPe DIaMeTeRS for field cuts and ReSTRaIneD joint field fabrication Min. Diameter Max. Diameter Min. circumference Max. circumference /4 12-5/ / / /2 21-7/ /4 28-5/ / / / / / / / / / / / / / / / /16 Above Table Based on ANSI/AWWA C151/A21.51 Guidelines for Push-On Joints. the BAcKHoe MetHoD of AsseMBlY A backhoe may be used to assemble pipe of intermediate and larger sizes. The plain end of the pipe should be carefully guided by hand into the bell of the previously assembled pipe. The bucket of the backhoe may then be used to push the pipe until fully seated. A timber header should be used between the pipe and backhoe bucket to avoid damage to the pipe.

866.DIP.PIPE P 1 NSF Edition. Certified to ANSI/NSF Edition 4" 36" REVISED 11.09

866.DIP.PIPE P 1 NSF Edition. Certified to ANSI/NSF Edition 4 36 REVISED 11.09 P 1 4" 36" For FIRE PROTECTION, Water & Wastewater P 2 Table of Contents TR FLEX Restrained Joint Pipe and Fittings 4"-36" 3 Suggested Specification Wording For 4"-36" Restrained Push-on Joint Pipe and